HomeMy WebLinkAbout10-7-21_S Aurora-Bldg C_StructuralGENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND
IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO
CONSTRUCTION OR FABRICATION.
2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.
3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING
WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE
OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES.
4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND
MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE
SAFETY AND PROTECTION.
5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER.
@..................ATADD'L........ADDITIONAL
ADJUS.......ADJUSTMENT
ARCH.........ARCHITECTURAL
OR ARCHITECT
BCX...........BOTTOM CHORD EXTENTION
B.O............BOTTOM OF
BS.............BOTH SIDES OR
BRICK SHELF
BP.............BEARING PLATE
BRG...........BEARING
CL...............CENTER LINECFMF.........COLD FORMED METAL FRAMING
CJ.............CONTROL JOINT
CMA..........COLUMN MASONRY ANCHOR
CMU...........COLUMN MASONRY UNIT
COL...........COLUMN
CONT.........CONTINUOUS
CONC.........CONCRETE
DIA ............DIAMETER
DO.............DITTO -REPEAT PREVIOUS
DWG..........DRAWINGDWGS........DRAWINGSE-W...........EAST-WEST OR EACH WAY
EA.............EACH
EC.............ELECTRICAL WORK PRIME CONTRACTOR
ELEV.........ELEVATION
EMBED.......EMBEDMENT
EOD...........EDGE OF DECK
EOJ...........END OF JOIST
EOS...........EDGE OF SLAB
EQ.............EQUAL
ES.............EACH SIDEEXG...........EXISTING
EXP...........EXPANSION
EXT...........EXTERIOR
FD.............FLOOR DRAIN
FF..............FINISHED FLOOR
FIN FLR.....FINISHED FLOOR
FNDN.........FOUNDATION
FS.............FOOTING STEP OR FAR SIDE
FTG............FOOTING
GA.............GAGEGALV.........GALVANIZED
GC.............GENERAL TRADES PRIME CONTRACTOR
H OR HOR... HORIZONTAL
HC.............HVAC PRIME CONTRACTOR
HP.............HIGH POINT
INFO...........INFORMATION
INT.............INTERIOR
K................KIPSKB..............KNEE BRACE
KSI.............KIPS PER SQUARE INCH
L................ANGLE
LLBB..........LONG LEG BACK-TO-BACK
LLH............LONG LEG HORIZONTAL
LLV............LONG LEG VERTICAL
LMF............LIGHT GAGE METAL FRAMING
MAX...........MAXIMUM
MC.............MASONRY OPENING
MIN............MINIMUM
MECH.........MECHANICALM.O............MASONRY OPENING
N-S............NORTH-SOUTH
NS..............NEAR SIDE
NTS............NOT TO SCALE
NYSBC........NEW YORK STATE BUILDING CODE
O.C.............ON CENTER
PL OR P....PLATE
PC..............PLUMBING WORK PRIME CONTRACTOR
PROJ..........PROJECT
PSF............POUNDS PER SQUARE FOOTPSI.............POUNDS PER SQUARE INCHREINF.........REINFORCE
REQ'D.........REQUIRED
RD.............ROOF DRAIN
SCHED........SCHEDULE
SECT..........SECTION
SF..............SQUARE FOOT
SIM............SIMILAR
SL..............SLOPED
SLBB..........SHORT LEG BACK-TOBACK
SPEC'S.......SPECIFICATIONSSQ.............SQUARE
STD...........STANDARD
T/..............TOP OF
TBR...........TO BE REMOVED
TFE............TOP OF FOOTING ELEVATION
T.O............TOP OF
T.O.S.........TOP OF SLAB, STEP, OR STEEL
T.O.SLAB...TOP OF SLAB
TPE...........TOP OF PIER ELEVATION
TWE...........TOP OF WALL ELEVATION
UNO............UNLESS NOTED OTHERWISEV................VERTICAL
VERT..........VERTICAL
VIF.............VERIFY IN FIELD
W.P............WORKING POINT
WS.............WALL STEP
W/..............WITH
XB..............X-BRACE
STRUCTURAL ABBREVIATIONS
OCCUPANCY CLASSIFICATION......................RESIDENTIAL
OCCUPANCY CATEGORY............................... II
MINIMUM DESIGN LOADS PER BUILDING CODE OF NEW YORK STATE (NYSBC) 2015.
LOAD COMBINATIONS............NYSBC 1605.2 OR 1605.3
MIN FLOOR LIVE LOADS (1607): UNIFORM CONCENTRATEDPRIVATE ROOMS AND CORRIDORS SERVING THEM. . . . . .
PUBLIC ROOMS AND CORRIDORS SERVING THEM. . . . . . .
STAIRS AND EXITS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
APT. BALCONIES & DECKS . . . . . . . . . . . . . . . . . . . . . . . . . .
ROOF TERRACE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ROOF LIVE LOADS (1607.11.2):
MIN ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ROOF SNOW LOAD (1608):
GROUND SNOW LOAD Pg. . . . . . . . . . . . . . . . . . . . . . . . . . .FLAT-ROOF SNOW LOAD Pf . . . . . . . . . . . . . . . . . . . . . . . .
SLOPED ROOF FACTOR . . . . . . . . . . . . . . . . . . . . . . . .
SNOW EXOSURE FACTOR Ce. . . . . . . . . . . . . . . . . . . . . .
SNOW IMPORTANCE FACTOR Is. . . . . . . . . . . . . . . . . . . .
THERMAL FACTOR Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SNOW DRIFT LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .UNBALANCED SNOW LOADS . . . . . . . . . . . . . . . . . . . . . .
WIND LOAD (1609):
BASIC DESIGN WIND SPEED. . . . . . . . . . . . . . . . . . . . . . .
BUILDING CATEGORY (ASCE 1-1) . . . . . . . . . . . . . . . . . .
WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
INTERNAL PRESSURE COEFF . . . . . . . . . . . . . . . . . . . . .
EXT COMP & CLADDING PRESSURE (1609.1.1 & ASCE 7-10)
BUILDING DESIGN LOADS
EARTHQUAKE DESIGN DATA (1613):
SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . .
OCCUPANCY CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . .
SPECTRAL RESPONSE ACCELERATION, Ss . . . . . . . . .
SPECTRAL RESPONSE ACCELERATION, SI . . . . . . . . .
SPECTRAL RESPONSE COEF SDS . . . . . . . . . . . . . . . .
SPECTRAL RESPONCE COEF SDI . . . . . . . . . . . . . . . . .
SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SEISMIC DESIGN CETEGORY . . . . . . . . . . . . . . . . . . . . .
BASIC SEISMIC -FORCE -RESISTING SYSTEMSLIGHT FRAME WOOD WALLS WITH STRUCTURAL WOOD
SHEAR PANELS
DESIGN BASE SHEAR PER ASCE 7
V = .021W
SEISMIC RESPONSE COEFFICIENT Cs. . . . . . . . . . . . . .
RESPONSE MODIFICATION FACTOR R. . . . . . . . . . . . . .ANALYSIS PROCEDURE
EQUIVALENT LATERAL FORCE (ASCE)
AREA 10 SF 50 SF 100 SF
NEGATIVE ZONE 1NEGATIVE ZONE 2
NEGATIVE ZONE 3
POSITIVE ALL ZONES
OVERHANG ZONE 2
OVERHANG ZONE 3
-15.8-18.5
-18.5
14.5
-26.8
-26.8
-13.9-16.6
-16.6
13.5
-24.9
-24.9
-13.1-15.8
-15.8
13.1
-24.1
-24.1
SURFACE PRESSURE (PSF)ROOF
AREA 10 SF 100 SF 500 SF
NEGATIVE ZONE 4
NEGATIVE ZONE 5
POSITIVE ZONES 4 & 5
-17.2
-21.2
15.8
-14.8
-16.4
13.8
-13.1
-13.1
11.8
SURFACE PRESSURE (PSF)WALL
40 PSF
100 PSF
100 PSF 300#
40 PSF
100 PSF
20 PSF
40 PSF
31 PSF
1.0
1.0
1.0
1.1
PER ASCE 7-10
PER ASCE 7-10
115 MPH (2015 CODE BASIS)
II
C
+/-0.18
1.0
II
12.6 %g5.6 %g
0.21
0.131
C
A
0.021
6.5
FLOOR SYSTEMCARPET & PAD
1 1/4" GYP OVER 3/4'' SHEATHING
TJI JOIST @ 16'' OC
FLOOR INSULATION
5/8'' GYP
SPRINKLERS
MECH & MISC
1.0 PSF
18 PSF
3.0 PSF
1.0 PSF
6.0 PSF (2 LAYERS)
2.0 PSF
4.0 PSF
35.0 PSF (TYP)
DEAD LOADS APARTMENT BUILDING
ROOF SYSTEM
SINGLE PLY ROOF MEMBRANE
5/8 SHEATHING
TJI JOIST @ 16" OC
INSULATION
5/8 GYP
SPRINKLERS
MECH & MISCROOF TOP UNITS (AVE)
1.0 PSF
2.2 PSF
3.0 PSF
2.0 PSF
6.0 PSF (2 LAYERS)
2.0 PSF
2.5 PSF2.0 PSF
21 PSF (TYP)
LIMIT DEFLECTION TO SATISFY THE FOLLOWING CRITERIA:
LIVE LOAD (L) = SPAN /480
DEAD + LIVE LOAD (D+L) = SPAN/240L = LIVE LOAD
D = DEAD LOAD
SPAN (INCHES)
FLOOR JOIST DEFLECTION CRITERIA
LIMIT DEFLECTION TO SATISFY THE FOLLOWING CRITERIA:
SNOW LOAD (S) = SPAN/360
DEAD + LIVE LOAD (D+L) = SPAN/240L = LIVE LOAD
S = SNOW LOAD
D = DEAD LOAD
SPAN (INCHES)
ROOF TRUSS DEFLECTION CRITERIA
1.CONCRETE SHALL BE AS FOLLOWS:
STRENGTH MAX AGG AIR MAX W/C
FOOTINGS 3000 PSI 1.5"NONE 0.5
INTERIOR SLABS 3500 PSI 1.5"NONE 0.5
EXTERIOR SLABS 5000 PSI 1.5"6% +/-1.5%0.40
FOUNDATION WALLS (ICF FORM FILL)4000 PSI 3/4"NONE 0.45
2.ALL CONCRETE TO CONTAIN WATER REDUCING ADMIXTURE.
3.CEMENT TO BE TYPE 1 PORTLAND CEMENT. FLY ASH SHALL BE USED IN COMBINATION WITH
PORTLAND.
4.SEE SPECIFICATION FOR ADDITIONAL INFORMATION.
5.REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60 GRADE. WELDED WIRE FABRIC
SHALL CONFORM TO ASTM A-185.
6.ALL REINFORCING STEEL SHALL HAVE CONCRETE COVER AS FOLLOWS: -FOOTINGS, -3"
-SLABS -1.5" MIN
7.SEE REBAR LAP LENGTH SCHEDULE FOR BAR LAP LENGTHS.
8.CURE ALL EXPOSED CONCRETE USING SUPERVISED WET CURE OR AN APPROVED CURING
COMPOUND. IF A CURING COMPOUND IS USED, PROVIDE CERTIFICATION THAT THE CURING
COMPOUND IS COMPATIBLE WITH FLOOR COVERINGS AND ADHESIVES.
9.EXTERIOR ENTRY SLABS TO RECEIVE A LIGHT BROOM FINISH. TEXTURE TO BE APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE.
10.PROVIDE ALL TIE BARS, SPACER BARS, CHAIRS AND ACCESSORIES.
11.VERIFY SIZE AND LOCATION OF ALL OPENINGS IN CONCRETE FOUNDATION WALLS AND
FOOTINGS.
12.ALL PENETRATIONS THROUGH STRUCTURAL SLABS, WALLS, AND FOOTINGS SHALL BE
SLEEVED OR CHASED. CORE-DRILLING OF SLABS, WALLS, AND FOOTINGS IS NOT PERMITTED.
13.INTERIOR SLAB FINISH TO BE HARDENED STEEL TROWEL FINISH. SEE ARCH DRAWINGS FOR FLOOR FINISHES
14.PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE AS SHOWN . SEE SLAB ON GRADE
DETAIL FOR JOINTING INSTRUCTIONS. SAW-CUT CONTRACTION-JOINTS WITHIN 4 HRS OF
FINAL FINISH USING THE EARLY ENTRY DRY-CUT SAW METHOD.
15.ALL SAW-CUT & FORMED JOINTS IN SLAB ARE TO BE FILLED WITH A POLY-UREA BASED JOINT
FILLER. ALLOW SLABS TO CURE 30 DAYS MIN BEFORE FILLING JOINTS.
REINFORCED CONCRETE NOTES
1.PREFABRICATED WOOD I-JOISTS SHALL BE DESIGNED AND FURNISHED IN ACCORDANCE WITH A
CURRENT CODE-ACCEPTED EVALUATION REPORT. STRUCTURAL CAPACITIES AND DESIGN
PROVISIONS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055.
2.WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING APPLIED
LOADS, UNLESS OTHERWISE INDICATED: EXPECTED JOIST SIZES FOR WEYERHAUSER TRUS JOIST
PRODUCTS ARE SHOWN ON FRAMING PLANS.
FLOOR
LIVE LOAD -REFER TO DESIGN LOADS DEAD LOAD -REFER TO DESIGN LOADS + PARTITION LOAD (IF ANY)
3.WOOD I-JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR
SAFE ERECTION AND PERFORMANCE OF THE JOISTS.
4.WOOD I -JOISTS SHALL NOT BE CUT, NOTCHED, COPED, DRILLED NOR OTHERWISE ALTERED IN ANY
WAY UNLESS SPECIFICALLY CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
REQUIREMENTS. DO NOT CUT FLANGES.
5.WOOD I -JOISTS SHALL BE PRODUCED BY A CODE ACCEPTED FABRICATOR WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE PRODUCING PREFABRICATED WOOD I-JOISTS. QUALITY CONTROL SHALL BE
AUDITED BY AN AGENCY ACCEPTED BY THE IBC 2015.
6.WEB PANELS MUST BE JOINED WITH A MACHINED AND GLUED VEE JOINT TO FORM A CONTINUOUS
MEMBER. ALL JOINTS SHALL BE GLUED USING AN EXTERIOR TYPE ADHESIVE PER ASTM D 2559.
7.WOOD I -JOISTS SHALL BE STORED IN BUNDLES IN AN UPRIGHT POSITION AND AWAY FROM GROUND
CONTACT. ANY DAMAGE TO JOISTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE JOIST
SUPPLIER. FIELD REPAIR OR MODIFICATION OF JOISTS MUST NOT BE MADE WITHOUT THE WRITTEN
APPROVAL BY THE SUPPLIER, EXCEPT FOR TRIMMING TO CORRECT LENGTH.
8.WOOD I -JOISTS SHALL BE CAREFULLY HANDLED TO PREVENT DAMAGE AND DISTORTION. EACH JOIST
SHALL BE ANCHORED AND BRACED, AS IT IS ERECTED, USING BLOCKING PANELS AND ANCHORAGE
INDICATED (AND PER THE SUPPLIER'S REQUIREMENTS). ERECTOR SHALL PROVIDE SUPPLEMENTAL
LATERAL
9.BRACING OF THE TOP FLANGE UNTIL SHEATHING IS PROPERLY NAILED.
10.COORDINATE SIZE AND LOCATION OF OPENINGS IN JOIST WEBS WITH MECHANICAL AND ELECTRICAL
DRAWINGS. ADHERE TO GUIDELINES FOR HOLE ALLOWABLE SIZE AND PLACEMENT.
11.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD FLOOR JOISTS SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING
REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND
SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE.
PRE-FABRICATED WOOD I-JOIST (TJI) NOTES
(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)
1.ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD
ASSOCIATION (APA) SPECIFICATIONS
2.ALL ROOF PANEL SHEATHING SHALL BE 5/8" (NOM.) TYPE CDX. EXP. APA RATED PLYWOOD
SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING
BETWEEN FRAMING. UNLESS OTHERWISE NOTED, CONNECT ROOF SHEATHING WITH 8D COMMON
NAILS AT 6" O/C AT SUPPORTED PANEL EDGES AND 6" O/C AT INTERMEDIATE SUPPORTS.
3.ALL FLOOR SHEATHING SHALL BE 3/4" (NOM.) APA RATED STURD-I-FLOOR. EXP. I. WITH TONGUE AND GROOVE EDGE OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, CONNECT FLOOR SHEATHING WITH
10D COMMON NAILS ADHESIVES MEETING APA SPECIFICATION AFT-01. APPLIED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
4.ALL WALL PANEL SHEATHING SHALL BE 1/2" (NOM.) TYPE CDX. EXP. APA RATED SHEATHING OR 7/16''
OSB STRUCTURAL 1 RATED. UNLESS OTHERWISE INDICATED, CONNECT WALL SHEATHING WITH 8D
COMMON NAILS SPACED 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE
SUPPORTS. SEE ADDITIONAL REQUIREMENTS AT SHEAR WALLS.
5.INSTALL ALL SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH
PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER.
6.ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES IS
PROHIBITED FROM USE.
7.PROVIDE 2X BLOCKING AT UNSUPPORTED PANEL EDGES FOR ALL ROOFS, FLOORS AND WALLS.
STRUCTURAL WALL AND ROOF SHEATHING NOTES
(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)
1.ALL WOOD FRAMING MATERIAL SHALL BE KILN DRIED AND USED AT 19% MAXIMUM MOISTURE CONTENT.
2.ALL STUD AND WALL FRAMING SHALL BE EITHER OF THE FOLLOWING, U.O.N.:
A. NO. 2 GRADE SOUTHERN YELLOW PINE (SYP) B. NO. 2 DOUG FIR -LARCH.
NO. 2 GRADE SPRUCE-PINE-FIR (SPF) MAY BE USED ABOVE THE SECOND FLOOR.
2x8 EXTERIOR WALL STUDS AT ALL LEVELS MAY BE SPF.
"STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE
3.ALL DIMENSION LUMBER JOIST, HEADER, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE, SOUTHERN
PINE OR NO. 2 GRADE DOUG FIR -LARCH. PROVIDE FULL-DEPTH BRIDGING AT MIDSPAN AND AT A
MAXIMUM SPACING OF 8'-0" O/C IN BETWEEN.
4.ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE-TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT.
CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER
NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA STD.
M4).
5.THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD BEARING APPLICATIONS. THE
LENGTH OF SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF
THE NARROW FACE DIMENSION.
7.PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE FLOOR AND ROOF DECKS UNLESS OTHERWISE INDICATED.
8.BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE
BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF
CRUSHING WOOD UNDER WASHERS.
9.PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER
ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY", TEL. 800-999-5099 OR
APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS. ALL STEEL
SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED
(COATING G60).
10.HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE ALLOWANCES OF
THE NEW YORK STATE BUILDING CODE (2015) AND SHALL CONFORM TO MANUFACTURE'S
RECOMMENDATIONS.
11.ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE SHALL
BE HOT DIP GALVANIZED. GALVANIZING SHALL BE COMPATIBLE WITH TREATED LUMBER.
12.MIN. SILL PLATE ANCHORAGE:
PROVIDE 1/2" X 16" ANCHOR BOLTS @ 4'-0" O.C. AND WITHIN 12" OF ALL PLATE ENDS. PROVIDE MIN. OF 2
BOLTS OR ANCHOR STRAPS PER PIECE. SEE ADDITIONAL REQUIREMENTS AT SHEAR WALLS.
CONTRACTORS OPTION TO USE 1/2'' DIA SIMPSON TITEN HD HEAVY DUTY SCREW ANCHOR FOR
CONCRETE AND MASONRY W/ 5 3/4'' EMBEDMENT.
13.FASTENING SHALL CONFORM TO NEW YORK STATE BUILDING CODE TABLE 2304.9.1 FASTENING
SCHEDULE, UNLESS OTHERWISE NOTED.
14.BOLTS USED WITH WOOD FRAMING ARE TO MEET THE DIMENSIONAL REQUIREMENTS OF ANSI/ASME
STANDARD B18.2.1 AND BE OF ASTM A36 STEEL. ALL BOLTS IN CONTACT WITH PRESSURE TREATED
LUMBER ARE TO BE HOT DIPPED GALVANIZED PER ASTM 153 OR 304 STAINLESS STEEL.
15.LAG SCREWS USED WITH WOOD FRAMING ARE TO MEET THE DIMENSIONAL REQUIREMENTS OF ANSI/
ASME STANDARD B18.2.1 AND ARE TO BE OF ASTM A653 GRADE 33 OR ASTM A36 STEEL. ALL LAG SCREWS
IN CONTACT WITH PRESSURE TREATED LUMBER ARE TO BE HOT DIPPED GALVANIZED PER ASTM 153, 304
STAINLESS STEEL, OR CERAMIC COATED.
GENERAL WOOD FRAMING NOTES
(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)
1.PREFABRICATED LAMINATED VENEER LUMBER (LVL) HEADERS AND BEAMS SHALL BE MICROLLAM AS MANUFACTURED BY WEYERHAEUSER BOISE, IDAHO OR APPROVED EQUAL. MICROLLAM MATERIAL
SHALL BE 1.9E SOUTHERN PINE.
2.PREFABRICATED PARALLEL STRAND LUMBER (PSL) BEAMS SHALL BE PARALLAM BY WEYERHAEUSER
BOISE IDAHO OR APPROVED EQUAL. PARALLAM SHALL BE 2.0E.
3.UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, FASTEN LVL PIECES LESS THAN 14
INCHES IN DEPTH (BUILT-UP BEAMS) USING THREE ROWS OF 10d NAILS SPACED AT 12”ON CENTER.
BEAMS 14 INCHES OR GREATER SHALL BE FASTENED WITH FOUR ROWS OF 10d NAILS.
4.DO NOT CUT OR NOTCH LVL OR PSL MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. UNLESS
OTHERWISE INDICATED, EACH LVL AND PSL SHALL BEAR DIRECTLY ON SUPPORTING COLUMN OR
POST.
5.BEARING LENGTH SHALL CONFORM TO MANUFACTURERS REQUIREMENTS. UNLESS OTHERWISE
PROVIDED, BEARING LENGTH FOR A SPECIFIC BEAM / HEADER SHALL BE BASED ON REACTION RESULTING FROM MAXIMUM ALLOWABLE UNIFORM LOAD FOR A GIVEN SPAN.
6.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PRE-ENGINEERED LUMBER. SHOW MEMBER SIZE,
LOADING, SPAN, CONNECTIONS, HANGER AND LOAD CAPACITY. SHOP DRAWINGS SHALL BE
SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER
REGISTERED IN NEW YORK STATE.
PRE-ENGINEERED LUMBER
(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)
1. INSULATING CONCRETE FORM WALL SYSTEM TO CONSIST OF TWO OPPOSING
PANELS OF FLAME RESISTANT EXPANDED POLYSTYRENE (EPS) CONNECTED BY
HIGH DENSITY POLYPROPYLENE WEBS.
2.BASIS OF DESIGN: FOX BLOCKS, OMAHA,NE.
3.WALL SYSTEM TO PROVIDE NOMINAL 8" CAVITY WIDTH FOR CONCRETE AT ALL
LOCATIONS THROUGHOUT WALL AREAS.
4.WALL SYSTEM WEBS TO PROVIDE MIN 1" WIDE FASTENING STRIPS @ 8" O.C. FLUSH
TO ICF WALL FACE FOR FULL WALL HEIGHT TO FACILITATE DIRECT FASTENING OF
INTERIOR AND EXTERIOR FINISHES.
5.WALL SYSTEM TO PROVIDE ACCURATE POSITIONING OF STEEL REINFORCEMENT
WITHIN FORM CAVITY TO CONFORM TO REINFORCING REQUIREMENTS OF ACI 318.
6.EPS FOAM PANELS WITH CONCRETE TO PROVIDE A MINIMUM R 21.7 INSULATION
VALUE.
7.REFER TO CAST-IN-PLACE CONCRETE NOTES AND SPECIFICATION FOR CONCRETE
AND REINFORCING STEEL SPECIFICATIONS AND OTHER INFORMATION.
8.PROVIDE AN ICF BRACING, FORM ALIGNMENT AND SCAFFOLD SYSTEM SPECIFICALLY
DESIGNED FOR USE WITH AN ICF FOUNDATION SYSTEM WHICH IS OSHA COMPLIANT.
9. ICF SYSTEM TO BE INSTALLED PLUMB AND ALIGNED TO WITHIN 1/4" IN 10'.
10. ICF SYSTEM CONTRACTOR/INSTALLER SHALL FURNISH PROOF OF THREE YEARS
EXPERIENCE IN INSTALLING THE APPROVED ICF SYSTEM.
11.CONSTRUCT SITE MOCK-UP PANEL TO INCLUDE FULL WALL SYSTEM AND DETAILS.
MOCK-UP PANEL TO BE APPROVED BY THE ARCHITECT AND OWNER'S REP PRIOR
TO PROCEEDING WITH ICF WORK. PANEL MAY FORM PART OF THE FINISHED WORK
IF APPROVED BY THE ARCHITECT AND OWNER'S REP.
12. PROVIDE SUPPLEMENTAL PROTECTION AND HEATING IF TEMPERATURES DROP
BELOW FREEZING. COMPLY WITH ACI 306R-88, COLD WEATHER CONCRETING.
13. PIPING, CONDUIT AND OTHER OPENINGS EXCEEDING 16"x16" SHALL BE REINFORCED.
14. INSTALL SLEEVES IN FORMS FOR PIPING AND CONDUIT. CORE BORING FOR UTILITIES AFTER CONCRETE IS PLACED IS NOT PERMITTED.
15. CLEAN FORM CAVITIES OF DEBRIS PRIOR TO PLACING CONCRETE.
16. PROVIDE TEMPORARY COVERAGE OF FORMS FROM UV LIGHT IF FORMS WILL BE
EXPOSED FOR MORE THAN 60 DAYS.
17.PROVIDE SUBMITTAL TO ARCHITECT FOR APPROVAL TO INCLUDE:
• MANUFACTURER'S PRODUCT MANUAL AND INSTALLATION INSTRUCTIONS.
• SHOP DRAWINGS INDICATING FORM LAYOUT WITH DIMENSIONS AND TYPICAL DETAILS
REQUIRED TO COMPLETE THE ICF INSTALLATION.
• ICF BRACING AND SCAFFOLDING SYSTEM TO BE USED
• INSTALLERS'S QUALIFICATION DOCUMENTATION.
INSULATING CONCRETE FORMS (ICF's)
1. REFER TO THE PROJECT MANUAL FOR THE SUBSURFACE INVESTIGATION REPORT.
2.THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES
PRIOR TO COMMENCING ANY EXCAVATION WORK.
3.AFTER EXCAVATION TO REQUIRED SUBGRADE ELEVATION, PROOFROLL THE
BUILDING AREAS IN THE PRESENCE OF THE ENGINEER'S REPRESENTATIVE.
PROOFROLLING TO CONSIST OF AT LEAST 4 PASSES IN PERPENDICULAR
DIRECTIONS WITH A SELF PROPELLED ROLLER WEIGHING AT LEAST 14,000 LBS.
SOFT OR UNCOMPACTED AREAS IDENTIFIED DURING THE PROOFROLLING PROCESS
SHALL BE EXCAVATED AND REPLACED WITH APPROVED GRANULAR STRUCTURAL
FILL.
4.ALLOWABLE DESIGN SOIL BEARING PRESSURE:
ROCK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8000 PSF
UNDISTURBED SOIL . . . . . . . . . . . . . . . . . . . 4000 PSF
5.NOTIFY ENGINEER IF WET, SOFT OR LOOSE SOILS ARE ENCOUNTERED AT FOOTING
BEARING ELEVATION, AND DO NOT PLACE FOUNDATIONS IN THIS AREA UNTIL
AUTHORIZED TO DO SO BY THE ENGINEER.
6.ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED EXISTING SOILS AT THE SPECIFIED
BOTTOM OF FOOTING ELEVATION. IN THE EVENT OF OVER-EXCAVATION,
CONTRACTOR SHALL LOWER THE BOTTOM OF FOOTING BEARING ELEVATION TO
UNDISTURBED EXISTING SOIL AT HIS EXPENSE.
7.DO NOT PLACE FOOTINGS OR SLABS IN WATER OR ON FROZEN GROUND.
8.DO NOT ALLOW WATER TO ACCUMULATE IN THE BOTTOM OF AN OPEN EXCAVATION.
9.ALL BACKFILL WITHIN THE BUILDING FOOTPRINT, UNDER EXT SLABS, WALKWAYS &
PADS, AND IN OTHER AREAS AS NOTED IS TO BE INSPECTED COMPACTED BACKFILL
USING IMPORTED STRUCTURAL FILL MATERIALS AS SPECIFIED.
10.COORDINATE BACKFILL AND COMPACTION WORK WITH THE INSPECTION AND
TESTING AGENCY RETAINED BY THE OWNER. PROVIDE 3 WORKING DAYS ADVANCE
NOTICE OF SCHEDULED FILLING AND BACKFILLING OPERATIONS. DO NOT COMMENCE BACKFILL UNTIL AUTHORIZED BY THE ENGINEER OR OWNER'S REPRESENTATIVE. AUTHORIZATION WILL BE GRANTED AFTER THE REVIEW OF
CONSTRUCTED WORK TO BE COVERED BY THE BACKFILL.
11.MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL
COMPLETION OF BACKFILLING. COMPLY WITH OSHA REQUIREMENTS. CONTRACTOR
IS SOLELY RESPONSIBLE FOR SAFE CONSTRUCTION PRACTICES, AND FOR THE
PROTECTION OF OPEN EXCAVATIONS.
12.DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL THE BASEMENT FLOOR SLAB
AND FIRST FLOOR DECK ARE FULLY INSTALLED.
EARTHWORK NOTES
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:50 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS0.01
GENERAL NOTES AND
SCHEDULES
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
REVISIONS
Δ DESCRIPTION DATE
4" SLAB ON 6" STRUCTURAL FILL
REINF WITH 6x6-W2.9xW2.9 WWR
FF ELEV = 733.5'
ICF BASEMENT WALLS.BASIS OF DESIGN: 8" FOX
BLOCKS (13 1/4" OVERALL
WIDTH) (TYPICAL) 4' - 0"6' - 6"TOP/ICF = 741.71' (3 1/2"
BELOW FFE)
733.17'
733.17'733.17'742.5'733.17'733.17'733.17'733.17'733.17'733.17'729.17'733.17'729.17'
3
S3.01 (TYP)2' - 0" FTGC1 C2 C6 C7 C8 C9
CA
CB
CC
CD
CE
CF
CG
11' - 0 3/4"2' - 11 1/4"10' - 9 11/16"19' - 8 5/16"1' - 0 1/4"12' - 5 3/4"15' - 4 3/4"6' - 6"13' - 0"1' - 0"5' - 6"15' - 4 3/4"6' - 6"4' - 0"45' - 4 3/4"79' - 10 3/4"
741.0'
737.5'
737.0'
739.5'
6
S3.01
7
S3.01
7
S3.01
745.0'
735.0'
736.0'
7
S3.01
1
S3.01
3
S3.01
3
S3.01
C3 C4
2
S3.01 2' - 1 1/8"3' - 0"TYP AT
OPENING
4
S3.01
TYP AT
CURTAIN
WALL
COORD W/ ARCH
CURTAIN WALLCOORD W/ ARCHCURTAIN WALL3
S3.01
3
S3.01
5
S3.01
3
S3.01
5
S3.01 TO CENTER OF WALL12' - 2 3/4"C5
9' - 11"11' - 4 3/4"3' - 6 3/4"7 5/8"CMU7 5/8"1/2"742.5'1' - 1 3/4"3' - 0"
1' - 1 3/4"3' - 0"1' - 1 3/4"3' - 0"1' - 6 13/16"3' - 0"7"6 1/4"6 1/4"3' - 0"4' - 11"
6 1/4"1' - 2"5' - 11 1/4"6 1/4"4' - 8 7/8"5' - 11"3' - 0"1' - 1 3/4"6 1/4"
3' - 0"1' - 1 3/4"6 1/4"1' - 1 3/4"3' - 0"WINDOW IN ICF
WALL (TYP)
6 1/4"
(TYP)
2' - 0" FTG
9.33' STEP (7 COURSES)6 1/4"9.33' STEP (7 COURSES)
6 1/4"6 1/4"4" SLAB ON 6" STRUCTURAL FILL
REINF. WITH 6x6-W2.9xW2.9 WWR.
FIN. FLR ELEV. = 743.00'
DATUM ELEVATION = (-9'-6")
= BASEMENT FLOOR ELEV
OF 733.5'6 1/4"6 1/4"5' - 11"4' - 8 7/8"7
S3.01
7
S3.01
FTG2' - 0"
EQ EQ
FTG
2' - 0"6 1/4"FTG2' - 0"
EQ EQ
FTG
2' - 0"
EQ EQ
EQ EQ
WALL
11' - 11 1/8"9' - 2 7/8"2' - 4 1/4"6 1/4"
6
S3.00
6
S3.00WALL11' - 9 7/16"EQEQFTG2' - 0"EQEQFTG2' - 0"6' - 7 5/8"731.83'
730.5'
729.17'729.17'730.5'731.83'733.17'6 1/4"80' - 11 1/4"46' - 5 1/4"FLOOR/ROOF DECK AND FRAMING SCHEDULE
SLAB MARK DECK FRAMING
FLOOR/ROOF DECK AND FRAMING SCHEDULE
D2 3/4" EXECOR DECKING.1 3/4"x9 1/4" LVL @ 16" O.C.
D3 3/4" EXECOR DECKING.(2) 1 3/4"x9 1/4" LVL @ 16" O.C.
D1 3/4" EXECOR DECKING.14" TJI 230 @ 24" O.C.
D4 3/4" EXECOR DECKING.14" TJI 230 @ 16" O.C.
FOUNDATION SYMBOLS KEY:
INDICATES LOCATION OF
CONTRACTION JOINTS. SEE
TYPICAL SLAB DETAIL.
INDICATES FOUNDATION
WALL STRIP FOOTING
INDICATES SPREAD
FOOTING & CONCRETE PIER.
INDICATES TYP CONC
FND WALL
INDICATES TYP SHELF IN
CONCRETE FOUNDATION
WALL
PX
FX
(XXX'-XX")
(XXX'-X")
INDICATES PIER TYPE.
INDICATES TOP OF PIER
ELEVATION.
INDICATES SPREAD
FOOTING TYPE.
INDICATES TOP OF SPREAD
FOOTING ELELVATION.
[+/-0'-0"]
INDICATES TOP/FTG
ELEVATION FROM
DATUM.[-3'-0"][-4'-0"]TOP/FTG ELEVATION
(HIGH SIDE)
TOP/FTG ELEVATION (LOW SIDE)
INDICATES ELEVATION
ELEVATION
SCCJ
SHADING INDICATES
CFMF STUD BEARING
WALL
1. SEE DWG S0.01 FOR NOTES
2. SEE S3.00 FOR SLAB DETAILS.
3.FOR REINFORCING AT ICF WALL CORNERS AND INTERSECTIONS SEE 4 AND 5/S3.00.
FOUNDATION NOTES
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:51 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS1.00
FOUNDATION PLAN
BLDG C
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
1/4" = 1'-0"1 FOUNDATION PLAN
REVISIONS
Δ DESCRIPTION DATE
D1
D1D1
D1
D1ICF WALLS.
BASIS OF DESIGN: 8" FOX
BLOCKS (13 1/4" OVERALL
WIDTH) (TYPICAL)
C1 C2 C6 C7 C8 C9
CA
CB
CC
CD
CE
CF
CG
D1
(3) 14" LVL D1S5.031
S5.03
S5.04
1
S5.04 3
S5.04
2
S5.032
S5.033
C3 C4
2
S3.01 2' - 2 3/16"3' - 0"TYP AT
OPENING
4
S3.01
TYP AT CURTAIN
WALL
C5
3
S3.01
6
S3.01
1
S3.01
3
S3.01
3
S3.01
3
S3.01
3
S3.01
5
S3.01
3
S3.01
5
S3.01
9' - 3 3/8"13' - 1 5/8"3' - 6 1/4"2' - 11 1/4"3' - 6 1/4"2' - 11 1/4"COORD W/ ARCH
CURTAIN WALLCOORD W/ ARCHCURTAIN WALL6
S5.00
7
S5.00
9
S5.00
8
S5.00
2x12 @ 16" O.C.
3/4" FLOOR SHEATHING
AT ALL LANDINGS
(2) 2x12
UPPRE-ENGINEERRED AND
PRE-FABRICATED WOOD
STAIRS. SEE S0.01 FOR
STAIR DESIGN LOADS.
S5.02
4
4
6
S5.02
S5.02
5
S5.02
5
S5.02
5
S5.02
4
S5.02
4
79' - 10 3/4"
11' - 0 3/4"2' - 11 1/4"10' - 9 11/16"19' - 8 5/16"1' - 0 1/4"12' - 5 3/4"15' - 4 3/4"6' - 6"13' - 0"1' - 0"5' - 6"15' - 4 3/4"6' - 6"4' - 0"45' - 4 3/4"5 1/4" SQUARE PSL COLUMN.
FASTEN TO FOUNDATION WITH
SIMPSON STRONG-TIE TYPE CB COLUMN BASE (TYPICAL)SWB25' - 1 1/8"SWB17' - 8 1/8"12' - 2 5/16" SWBEND OF
CURTAINWALL
DATUM ELEVATION
= TOP OF SUBFLOOR
= +9'-6" ABOVE GROUND FLOOR
= SITE ELEVATION 743'
1 1/2"4"
14" LVL
14" LVL
5 1/4" SQUARE
PARALLAM
D1
5 1/4" SQUARE
PARALLAM
5 1/4" SQUARE
PARALLAM
6
S5.00
SIM
FLOOR/ROOF DECK AND FRAMING SCHEDULE
SLAB MARK DECK FRAMING
FLOOR/ROOF DECK AND FRAMING SCHEDULE
D2 3/4" EXECOR DECKING.1 3/4"x9 1/4" LVL @ 16" O.C.
D3 3/4" EXECOR DECKING.(2) 1 3/4"x9 1/4" LVL @ 16" O.C.
D1 3/4" EXECOR DECKING.14" TJI 230 @ 24" O.C.
D4 3/4" EXECOR DECKING.14" TJI 230 @ 16" O.C.
FRAMING SYMBOL KEY:
INDICATES 7/16" OSB STRUCTURAL 1 PANEL
SHEATHING THIS SIDE OF WALL (UNDER 5/8"
GYP) SEE WALL TYP.
SHADING INDICATES WOOD FRAME
INTERIOR BEARING WALL. MAX STUD
SPACING = 16" O.C. ALL EXTERIOR
WALLS ARE BEARING WALLS.
BEARING/SHEARWALL
SWC H#
INDICATES SHEAR WALL TYPE. SEE S5.02
FOR SHEAR WALL SCHED & DETAILS
INDICATES HEADER. SEE S5.00 FOR HEADER
SCHEDULE. IF NO HEADER TYPE IS SHOWN
USE H1.
REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE
INDICATES PLYWOOD OR OSB WEB
"I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 230
BY WEYERHAUSER @ 16" OC UNLESS NOTED
OTHERWISE.
INDICATES SOLID SAWN WOOD JOIST. JOIST
TO BE 2x10 @ 16" UNO
1. SEE DWG S0.01 FOR NOTES
2. H# REFERS TO HEADER MARK, SEE DWG S5.00 FOR SCHEDULES AND DETAILS
3. SEE S5.02 FOR SHEARWAL SCHEDULE.
4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS.
6. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING.
SEE DET. 6/S5.00.
7. FRAMING PLAN SHOWS FLOOR PLAN BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR
PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW.
8. ALL EXTERIOR WALLS ARE SHEARWALL TYPE PSWA. SEE ELEVATIONS FOR EXTENTS.
FRAMING NOTES
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:52 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS1.01
FIRST FLOOR FRAMING
PLAN BLDG C
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
1/4" = 1'-0"1 FIRST FLOOR FRAMING PLAN REVISIONS
Δ DESCRIPTION DATE
43' - 10 1/8"6' - 10 7/8"C1 C2 C6 C7 C8 C9
CA
CB
CC
CD
CE
CF
CG
D1 D1
D1
D1
D1 D1(3) 14" LVL D1S5.031
S5.03
S5.04
1
S5.04 3
S5.04
2
S5.032
S5.033
C3 C4 C5
6
S5.00
7
S5.00
9
S5.00
8
S5.00
2x12 @ 16" O.C.
3/4" FLOOR SHEATHING
AT ALL LANDINGS(2) 2x12
DOWNUPPRE-ENGINEERRED AND
PRE-FABRICATED WOOD
STAIRS. SEE S0.01 FOR STAIR DESIGN LOADS.
S5.02
4
4
6
S5.02
S5.02
5
S5.02
5
S5.02
5
S5.02
4
S5.02
4
4
S5.00
3
S5.00
4
S5.00
4
S5.00
3
S5.00
4
S5.00
3
S5.00
4
S5.00
3
S5.00
H1H1 H1H1 H1 H1 H2H1
H1H1
H1H1
H1H1H1
H1
H1H1H1H2
79' - 10 3/4"
11' - 0 3/4"2' - 11 1/4"10' - 9 11/16"19' - 8 5/16"1' - 0 1/4"12' - 5 3/4"15' - 4 3/4"6' - 6"45' - 4 3/4"13' - 0"1' - 0"5' - 6"15' - 4 3/4"6' - 6"4' - 0"1
S5.00 H3H3
1
S5.00
SIM5 1/4" SQUARE
PSL COLUMN SWB24' - 8 1/2"SWB16' - 5 7/8"SWB12' - 2 3/4"DATUM ELEVATION
= TOP OF SUBFLOOR
= +9'-6" ABOVE FIRST FLOOR
= SITE ELEVATION 752.5'
14" LVL
14" LVL
D15 1/4" SQUARE PARALLAM
5 1/4" SQUARE
PARALLAM
6
S5.00
SIM
5 1/4" SQUARE
PARALLAM
FLOOR/ROOF DECK AND FRAMING SCHEDULE
SLAB MARK DECK FRAMING
FLOOR/ROOF DECK AND FRAMING SCHEDULE
D2 3/4" EXECOR DECKING.1 3/4"x9 1/4" LVL @ 16" O.C.
D3 3/4" EXECOR DECKING.(2) 1 3/4"x9 1/4" LVL @ 16" O.C.
D1 3/4" EXECOR DECKING.14" TJI 230 @ 24" O.C.
D4 3/4" EXECOR DECKING.14" TJI 230 @ 16" O.C.
FRAMING SYMBOL KEY:
INDICATES 7/16" OSB STRUCTURAL 1 PANEL
SHEATHING THIS SIDE OF WALL (UNDER 5/8"
GYP) SEE WALL TYP.
SHADING INDICATES WOOD FRAME
INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. ALL EXTERIOR
WALLS ARE BEARING WALLS.
BEARING/SHEARWALL
SWC H#
INDICATES SHEAR WALL TYPE. SEE S5.02
FOR SHEAR WALL SCHED & DETAILS
INDICATES HEADER. SEE S5.00 FOR HEADER
SCHEDULE. IF NO HEADER TYPE IS SHOWN
USE H1.
REQUIRED HEADER END SUPPORT IS
PROVIDED IN THE HEADER SCHEDULE
INDICATES PLYWOOD OR OSB WEB
"I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 230
BY WEYERHAUSER @ 16" OC UNLESS NOTED
OTHERWISE.
INDICATES SOLID SAWN WOOD JOIST. JOIST
TO BE 2x10 @ 16" UNO
1. SEE DWG S0.01 FOR NOTES2. H# REFERS TO HEADER MARK, SEE DWG S5.00 FOR SCHEDULES AND DETAILS
3. SEE S5.02 FOR SHEARWAL SCHEDULE.
4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS.
6. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING.
SEE DET. 6/S5.00.
7. FRAMING PLAN SHOWS FLOOR PLAN BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR
PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW.
8. ALL EXTERIOR WALLS ARE SHEARWALL TYPE PSWA. SEE ELEVATIONS FOR EXTENTS.
FRAMING NOTES
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:53 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS1.02
SECOND FLOOR
FRAMING PLAN BLDG C
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
1/4" = 1'-0"1 SECOND FLOOR FRAMING PLAN
REVISIONS
Δ DESCRIPTION DATE
43' - 10 1/8"6' - 10 7/8"C1 C2 C6 C7 C8 C9
CA CA
CB CB
CC CC
CD CD
CE CE
CF CF
CG CG
D3 D1
D1D1
D1
D1D1(3) 14" LVL
D2
14" LVLS5.031
S5.03
S5.04
1
S5.04 3
S5.04
2
S5.032
S5.033
6
S5.00
1
S5.01
C3 C4 C5
79' - 10 3/4"
11' - 0 3/4"2' - 11 1/4"10' - 9 11/16"19' - 8 5/16"1' - 0 1/4"12' - 5 3/4"15' - 4 3/4"6' - 6"45' - 4 3/4"13' - 0"1' - 0"5' - 6"15' - 4 3/4"6' - 6"4' - 0"13' - 0"1' - 0"5' - 6"15' - 4 3/4"6' - 6"4' - 0"7
S5.00
9
S5.00
8
S5.00
2x12 @ 16" O.C.
3/4" FLOOR SHEATHING
AT ALL LANDINGS
(2) 2x12
DOWNUPPRE-ENGINEERRED AND
PRE-FABRICATED WOOD
STAIRS. SEE S0.01 FOR STAIR DESIGN LOADS.
S5.02
4
4
6
S5.02
S5.02
5
S5.02
5 S5.02
5
S5.02
4
S5.02
4
4
S5.00
3
S5.00
4
S5.00
4
S5.00
3
S5.00
4
S5.00H1H1H1H1H1 H1 H2H1
H1H1
H1H1
H1H1H1
H1
H1H1H1H2
1
S5.00 H3H3
1
S5.00
SIM5 1/4" SQUARE
PSL COLUMN 24' - 8 1/2" SWBSWB16' - 5 7/8"SWB11' - 10 1/2"3
S5.00
2x8 STUD WALL ABOVE.9 1/4" LVLDATUM ELEVATION
= TOP OF SUBFLOOR
= +9'-6" ABOVE SECOND FLOOR= SITE ELEVATION 762.00'
14" LVL
14" LVL
5 1/4" SQUARE PARALLAM
(2) 2X6 BUILT
UP POST
5 1/4" SQUARE
PSL COLUMN
6
S5.00
SIM
(2) 2X6 BUILT
UP POST
FRAMING SYMBOL KEY:
INDICATES 7/16" OSB STRUCTURAL 1 PANEL
SHEATHING THIS SIDE OF WALL (UNDER 5/8"
GYP) SEE WALL TYP.
SHADING INDICATES WOOD FRAME
INTERIOR BEARING WALL. MAX STUD
SPACING = 16" O.C. ALL EXTERIOR
WALLS ARE BEARING WALLS.
BEARING/SHEARWALL
SWC H#
INDICATES SHEAR WALL TYPE. SEE S5.02
FOR SHEAR WALL SCHED & DETAILS
INDICATES HEADER. SEE S5.00 FOR HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN
USE H1.
REQUIRED HEADER END SUPPORT IS
PROVIDED IN THE HEADER SCHEDULE
INDICATES PLYWOOD OR OSB WEB
"I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED
OTHERWISE.
INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNO
FLOOR/ROOF DECK AND FRAMING SCHEDULE
SLAB MARK DECK FRAMING
FLOOR/ROOF DECK AND FRAMING SCHEDULE
D2 3/4" EXECOR DECKING.1 3/4"x9 1/4" LVL @ 16" O.C.
D3 3/4" EXECOR DECKING.(2) 1 3/4"x9 1/4" LVL @ 16" O.C.
D1 3/4" EXECOR DECKING.14" TJI 230 @ 24" O.C.
D4 3/4" EXECOR DECKING.14" TJI 230 @ 16" O.C.
1. SEE DWG S0.01 FOR NOTES
2. H# REFERS TO HEADER MARK, SEE DWG S5.00 FOR SCHEDULES AND DETAILS
3. SEE S5.02 FOR SHEARWAL SCHEDULE.
4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS.
6. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING.
SEE DET. 6/S5.00.
7. FRAMING PLAN SHOWS FLOOR PLAN BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW.
8. ALL EXTERIOR WALLS ARE SHEARWALL TYPE PSWA. SEE ELEVATIONS FOR EXTENTS.
FRAMING NOTES
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:54 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS1.03
THIRD FLOOR FRAMING
PLAN BLDG C
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
1/4" = 1'-0"1 THIRD FLOOR FRAMING PLAN
REVISIONS
Δ DESCRIPTION DATE
D4
C1 C2 C6 C7 C8 C9
CA CA
CB CB
CC CC
CD CD
CE CE
CF CF
CG CG
ROOF TOP EQUIPMENT
COLLATERAL LOAD = 20 PSF
(SHOWN HATCHED)
D4 D1MECHANICAL EQUIPMENT ENCLOSURESPACE JOISTS @ 16" O.C. ATD4D1S5.031
S5.03
S5.04
1
S5.04 3
S5.04
2
S5.032
S5.033
C3 C4
3 5/8"
C5
79' - 10 3/4"
11' - 0 3/4"2' - 11 1/4"10' - 9 11/16"19' - 8 5/16"1' - 0 1/4"12' - 5 3/4"15' - 4 3/4"6' - 6"
2
S5.01
3
S5.01
3
S5.01
2
S5.01
2
S5.01
3
S5.01
2
S5.01
3
S5.01
2
S5.01
3
S5.01
2
S5.01
3
S5.01
5' - 8 15/16"4' - 9 1/4"5' - 4 5/16"5' - 7"5' - 3 1/4"5' - 3 1/4"12' - 10 9/16"
28' - 11 1/4"16' - 0"4
S5.01
TYP 4
SIDES
L2x2x1/4" DIAGONAL
BRACE (2 EACH
END)
L2x2x1/4" DIAGONAL
BRACE (TYP AT CORNERS)
S5.02
4
4
6
S5.02
S5.02
5
S5.02
5
S5.02
5
S5.02
4
S5.02
4
LOCATE L3x3x1/4" STEEL STRUT
AT TOP OF EACH SUPPORT
L2X2x1/4" CONTINUOUS
ALONG TOP AND BOTTOM
OF ENCLOSURE. (TYP)DIAGONAL BRACE
AT EACH VERTIAL
SUPPORT45' - 4 3/4"13' - 0"1' - 0"5' - 6"15' - 4 3/4"6' - 6"4' - 0"H1H1 H1 H1 H2H1
H1H1
H1H1
H1H1H1
H1
H1H1H1H1H1
H3H3
1
S5.00
SIM5 1/4" SQUARE
PSL COLUMN SWB25' - 1 1/8"SWB16' - 5 7/8"SWB12' - 2 3/4"DATUM ELEVATION
= TOP OF ROOF SHEATHING
= +9'-6" ABOVE THIRD FLOOR
= SITE ELEVATION 771.39'D1ROOF
HATCH 1 3/4x141 3/4x1414" LVL
14" LVL
(3)1 3/4x14
(2) 2x6 BUILT
UP POST
14" LVL
(2) 14" LVL
(2) 2x6 BUILT
UP POST
5 1/4" SQUARE
PARALAM
FLOOR/ROOF DECK AND FRAMING SCHEDULE
SLAB MARK DECK FRAMING
FLOOR/ROOF DECK AND FRAMING SCHEDULE
D2 3/4" EXECOR DECKING.1 3/4"x9 1/4" LVL @ 16" O.C.
D3 3/4" EXECOR DECKING.(2) 1 3/4"x9 1/4" LVL @ 16" O.C.
D1 3/4" EXECOR DECKING.14" TJI 230 @ 24" O.C.
D4 3/4" EXECOR DECKING.14" TJI 230 @ 16" O.C.
FRAMING SYMBOL KEY:
INDICATES 7/16" OSB STRUCTURAL 1 PANEL
SHEATHING THIS SIDE OF WALL (UNDER 5/8"
GYP) SEE WALL TYP.
SHADING INDICATES WOOD FRAME
INTERIOR BEARING WALL. MAX STUD
SPACING = 16" O.C. ALL EXTERIOR
WALLS ARE BEARING WALLS.
BEARING/SHEARWALL
SWC H#
INDICATES SHEAR WALL TYPE. SEE S5.02
FOR SHEAR WALL SCHED & DETAILS
INDICATES HEADER. SEE S5.00 FOR HEADER
SCHEDULE. IF NO HEADER TYPE IS SHOWN
USE H1.
REQUIRED HEADER END SUPPORT IS
PROVIDED IN THE HEADER SCHEDULE
INDICATES PLYWOOD OR OSB WEB
"I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 230
BY WEYERHAUSER @ 16" OC UNLESS NOTED
OTHERWISE.
INDICATES SOLID SAWN WOOD JOIST. JOIST
TO BE 2x10 @ 16" UNO
1. SEE DWG S0.01 FOR NOTES
2. H# REFERS TO HEADER MARK, SEE DWG S5.00 FOR SCHEDULES AND DETAILS
3. SEE S5.02 FOR SHEARWAL SCHEDULE.
4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS.
6. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING.
SEE DET. 6/S5.00.
7. FRAMING PLAN SHOWS FLOOR PLAN BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR
PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW.
8. ALL EXTERIOR WALLS ARE SHEARWALL TYPE PSWA. SEE ELEVATIONS FOR EXTENTS.
FRAMING NOTES
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:55 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS1.04
ROOF FRAMING PLAN
BLDG C
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
1/4" = 1'-0"1 ROOF FRAMING PLAN
REVISIONS
Δ DESCRIPTION DATE
TAPERED PLATE DOWELS @ 18" O.C.
EQUAL TO DIAMOND DOWEL SYSTEM BY
PNA CONSTRUCTION TECHNOLOGIES.SET BULK-HEAD @ REQ'D ELEV & STAKE SECURELY TO SUBGRADE.
USE CONSTRUCTION (COLD) JOINTS WHERE REQUIRED FOR CONSTRUCTION SEQUENCING OR INTERRUPTION DURING POUR.
LOCATE JOINTS TO COINCIDE WITH CONTRACTION JOINTS
INDICATED ON FOUNDATION PLAN.
DEPRESS OR RECESS SLAB FOR FLOOR
FINISH WHERE SHOWN ON PLAN
COORDINATE DEPTH AND BOUNDS WITH
ARCH DWGS
SEE TYPICAL SLAB ON GRADE CONSTRUCTION DETAIL
MIN
1' - 6"TYP UNO5"TYP UNO5"SLAB DEPRESS SLAB RECESS
8" FORMS
VERTICAL BARS AS
SPEC'D
90 DEG CORNER BAR
LAP BARS MIN. 40 BAR
DIAMETERS
HORIZONTAL BARS AS SPEC'D
PROVIDE ICF T-BLOCK AT INTERSECTION
90 DEG. CORNER BARLAP BARS MIN. 40 BAR
DIAMETERS
HORIZONTAL BARS AS SPEC'D
VERTICAL BARS AS SPEC'D
8" 90 DEG
CORNER FORM
SAW-CUT CONTROL JOINTS WITHIN 4 HOURS
OF FINAL FINISH USING THE EARLY ENTRY
DRY CUT SAW METHOD. LOCATE JOINTS AS
SHOWN ON PLAN OR AT 12' O.C. IF NOT
SHOWN.
REINF W/ 6x6-W2.9xW2.9 WWF UNO. SUPPORT
MESH ON WIRE BASKETS OR CONCRETE
BRICK. SUPPORT MESH AND PULL-UP DURING
PLACEMENT SO THAT MESH IS LOCATED
BETWEEN 1" AND 1 1/2" FROM TOP OF SLAB.D/410 MIL POLY VAPOR BARRIER
UNDISTURBED EARTH OR COMPACTED SELECT STRUCTURAL FILL AS REQD TO
BRING TO PROPER GRADE
SEE NOTES FOR CURING AND FINISH REQUIREMENT MIN6"COMPACTED SELECT STRUCTURAL FILL
ALL SAW-CUT CONTROL JOINTS TO BE FILLED WITH
A POLYUREA JOINT FILLER (SEE NOTES). ALLOW
SLAB TO CURE MIN 30 DAYS BEFORE FILLING JOINTS.
PARALLAM COLUMN
POST
UNDISTURBED SOIL OR
COMPETENT BEDROCK
SIMPSON STRONG TIE TYPE CB
COLUMN BASE.
SLAB ON GRADE
T/SLAB ELEV
SEE PLAN
EQ EQ
COMPACTED SLAB
SUBBASE 1' - 4"(3) #4 EACH
WAY
SQUARE
3' - 0"
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:56 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS3.00
FOUNDATION DETAILS
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
1 1/2" = 1'-0"2 SLAB COLD JOINT
1 1/2" = 1'-0"1 SLAB RECESS/DEPRESS DET
1" = 1'-0"4 TEE WALL, 8" FORMS
1" = 1'-0"5 90 DEGREE CORNER, 8" FORMS
1 1/2" = 1'-0"3 SLAB ON GRADE
REVISIONS
Δ DESCRIPTION DATE
3/4" = 1'-0"6 INTERIOR SPREAD FOOTING DETAIL
FNDN WALL WATERPROOFING
SEE ARCH.
#5 DOWELS x 2'-8" LONG @
1'-0" O.C.
SEE TYP SLAB ON
GRADE DETAIL
EXG UNDISTURBED
SUBGRADE (ROCK)
T/SLAB SEE PLAN
T/SLAB SEE PLAN
T/FTG
FOOTING DRAIN
ICF FOUNDATION WALL
8" FOX BLOCKS
SEE PLAN
WALL FOOTING8"UNREINFORCED CONCRETE
FOOTING
REINFORCE WALL WITH HELIX
TWISTED STEEL MICRO-REBAR
(DOSAGE DETERMINED BY
MANUFACTURER)
IMPORTED STRUCTURAL FILL OR
FLOWABLE FILL (CLSM)
2x8 @ 16" STUD WALL
2x8 P.T. SILL PLATE. BOLT TO FNDN
WITH 1/2" DIA x 8" HD GALV ANCHOR
BOLTS @ 2'-0" O.C. W/ HD GALV
WASHERS.
2 5/8"8" CONC 2 5/8"
FIRST FLOOR SEE PLAN
EQ EQ
T/ICF SEE PLAN
7 1/4"
GRADE -SEE SITE PLANS
ICF FOUNDATION WALL
8" FOX BLOCKS
IMPORTED
STRUCTURAL FILL OR
FLOWABLE FILL (CLSM)
EXTERIOR DOOR
COORD W/ DOOR THRESHOLD
EXTERIOR ENTRY SLAB
FNDN WALL WATERPROOFING
SEE SPEC.
REINFORCE WALL WITH HELIX
TWISTED STEEL MICRO-REBAR
(DOSAGE DETERMINED BY
MANUFACTURER)
#5 DOWELS x 2'-8" LONG @ 1'-0" O.C.
EXG UNDISTURBED
SUBGRADE (ROCK)
T/FTG SEE PLAN
FOOTING DRAIN
SEE PLAN
WALL FOOTING8"UNREINFORCED CONCRETE
FOOTING
2 5/8"8"2 5/8"
FND WALL
1' - 1 1/4" ICF2x10 LEDGER
3/4" T&G FLR SHEATHING
2x10 @ 16" O.C. SEE
PLAN
FIRST FLOOR SEE PLAN
T/ICF
SEE PLAN
TAPER INSULATION AT
TOP OF WALL.
3 5/8"
FULL DEPTH BLOCKING
AT 2'-0" OC. TYP.
BEARING WALL OR SHEAR
WALL PARTITION SEE PLAN
FOR LOC'N
#4x5'-0" @ 12" O.C.
VAPOR BARRIER. SEE TYPICAL SLAB ON
GRADE DETAIL.
(TYP)
2' - 0"
(3) -#4 CONT
#4 TIES @ 12" O.C.4"WITH 1/2" DIA HD GALV ANCHOR
BOLTS @ 2'-0" O.C. W/ HD GALV
WASHERS.
CL OF WALL AND HAUNCHED
SLAB
3"
12"
P.T. SILL PLATE
COMPACTED SLAB
SUBBASE.
UNDISTURBED SOIL OR
BEDROCK.1' - 4"1 1/4" RIM JOIST
2x8 @ 16" STUD WALL
3/4" T&G FLR SHEATHING
14" TJI @ 16" O.C. SEE
PLAN
2x8 P.T. SILL PLATE. BOLT TO FNDN
WITH 1/2" DIA x 8" HD GALV ANCHOR
BOLTS @ 2'-0" O.C. W/ HD GALV
WASHERS.
SEE ARCH FOR INT.
FINISH
FOUNDATION WALL
WATERPROOFING
SEE SPEC.FND WALL1' - 1 1/4" ICF
2 5/8"
8" CONC
2 5/8"
T/SLAB SEE PLAN
#5 DOWELS x2'8" LONG @ 1'-0" O.C.
FIRST FLOOR SEE PLAN
FLR ELEV
SEE PLAN
SEE TYP STRUCTURAL
SLAB DETAIL
EXG UNDISTURBED SUBGRADE
OR IMPORTED STRUCTURAL
FILL
#4x24" DOWELS @ 2' O.C.
UNREINFORCED CONCRETE
FOOTING
T/FTG SEE PLAN
FOOTING DRAIN
EQ EQ
BASEMENT
T/ICF
SEE PLAN
SEE PLAN
WALL FOOTING1' - 0"8"REINFORCE WALL WITH HELIX
TWISTED STEEL MICRO-REBAR
(DOSAGE DETERMINED BY
MANUFACTURER)
7 1/4"
SIMPSON STRONG-TIE ICFVL-W WOOD LEDGER CONNECTOR @ 1'-6"
O.C.
ICF FOUNDATION WALL
8" FOX BLOCKS
GRADE -SEE SITE PLANS
8" CMU WALL
MATCH VERT REINF
FLR ELEV
SEE PLAN
SEE TYP SLAB ON
GRADE DETAIL
EXG ROCK
#4x24" DOWELS @ 2' O.C.
T/FTG SEE PLAN
FOOTING DRAIN
8" BOND BEAM W/(1)
#5 CONTINUOUS #5x20" DOWELS @ 2' O.C.
BACKFILL W/ STRUCT.
FILL COMPACT TO
95% MOD PROCTOR
SEE TYP STRUCTURAL
SLAB DETAIL
BASEMENT
INTERIOR FLOOR SLAB
NOTE, AT CONTRACTORS OPTION:
DOWELS MAY BE DRILLED INTO WALL (GROUT NOT
REQUIRED) OR A DOWEL SLEEVE SUCH AS SPEED
DOWEL BY SIKA OR EQUAL MAY BE USED.
SEE PLAN
WALL FTG
#5@ 32" O.C.
EXG ROCK
SEE FOUNDATION
PLAN
FIRST FLOOR
1 1/4" RIM JOIST
3/4" T&G FLR SHEATHING
14" TJI @ 16" O.C.
SEE PLAN
SEE ARCH FOR INT.
FINISH
SIMPSON STRONG-TIE ICFVL-
W WOOD LEDGER
CONNECTOR @ 1'-6" O.C.
FULL DEPTH BLOCKING
AT 2'-0" OC. TYP.
ICF FOUNDATION WALL
8" FOX BLOCKS
IMPORTED STRUCTURAL FILL OR
FLOWABLE FILL (CLSM)
CURTAIN WALL.
COORD W/ ARCH
FNDN WALL WATERPROOFING
SEE SPEC.
REINFORCE WALL WITH HELIX TWISTED STEEL MICRO-REBAR
(DOSAGE DETERMINED BY
MANUFACTURER)
#5 DOWELS x 2'-8" LONG @ 1'-0" O.C.
EXG UNDISTURBED
SUBGRADE (ROCK)
T/FTG SEE PLAN
FOOTING DRAIN
SEE PLAN
WALL FOOTING8"UNREINFORCED CONCRETE
FOOTING
2 5/8"8"2 5/8"
FND WALL
1' - 1 1/4" ICF2x10 LEDGER
3/4" T&G FLR SHEATHING
2x10 @ 16" O.C. SEE PLAN
FIRST FLOOR SEE PLAN
T/ICF
SEE PLAN
GRADE -SEE SITE PLANS
3 5/8"
1 1/4" RIM JOIST
2x8 @ 16" STUD WALL
3/4" T&G FLR SHEATHING
14" TJI @ 16" O.C. SEE
PLAN
2x8 P.T. SILL PLATE. BOLT TO FNDN
WITH 1/2" DIA x 8" HD GALV ANCHOR
BOLTS @ 2'-0" O.C. W/ HD GALV
WASHERS.
SEE ARCH FOR INT.
FINISH
FOUNDATION WALL WATERPROOFING
SEE SPEC.FND WALL
1' - 1 1/4" ICF
2 5/8"
8" CONC
2 5/8"
T/SLAB SEE PLAN
#5 DOWELS x2'8" LONG @ 1'-0" O.C.
FIRST FLOOR SEE PLAN
FLR ELEV
SEE PLAN
SEE TYP STRUCTURAL
SLAB DETAIL
EXG UNDISTURBED SUBGRADE
OR IMPORTED STRUCTURAL
FILL
#4x24" DOWELS @ 2' O.C.
UNREINFORCED CONCRETE
FOOTING
T/FTG SEE PLAN
FOOTING DRAIN
EQ EQ
BASEMENT
T/ICF
SEE PLAN
SEE PLAN
WALL FOOTING1' - 0"8"REINFORCE WALL WITH HELIX
TWISTED STEEL MICRO-REBAR
(DOSAGE DETERMINED BY
MANUFACTURER)
7 1/4"
SIMPSON STRONG-TIE ICFVL-W
WOOD LEDGER CONNECTOR @ 1'-6"
O.C.ICF FOUNDATION WALL
8" FOX BLOCKS
GRADE -SEE SITE PLANS
FULL DEPTH BLOCKING
AT 2'-0" OC. TYP.
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:57 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS3.01
FOUNDATION DETAILS
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
3/4" = 1'-0"1 FOUNDATION WALL DETAIL 2
3/4" = 1'-0"2 FOUNDATION WALL DETAIL @ ENTRY
1 1/2" = 1'-0"7 TYPICAL THICKENED SLAB FOOTING DETAIL
3/4" = 1'-0"3 FNDN WALL DETAIL1
1/2" = 1'-0"6 INTERIOR FNDN WALL DETAIL 3/4" = 1'-0"4 FOUNDATION WALL DETAIL @ CURTAIN WALL
3/4" = 1'-0"5 FNDN WALL DETAIL 3
REVISIONS
Δ DESCRIPTION DATE
CONTINUOUS 1 1/4"
RIM BOARD
I-JOISTS @ 16" OC
JOINT SHEATHING AT
MID HEIGHT OF RIM
JOIST. DO NOT JOINT
AT TOP OR BOTTOM
OF SILL PLATES.
TYP EXT WALL 2x8 @ 16
W/ EXT SHEATHING
3/4" FLOOR SHEATHING
GLUED & NAILED
I-JOIST OR RIM JOIST BLOCKING @ 2' O.C. @
END WALLS
SEE PLAN
TOENAIL 16d @ 16"
EXT WALL SYSTEM -
SEE ARCH
8d @ 6" O.C.
-
NOTE: SEE STRUCTURAL
NOTES, SHEET S001, FOR
MATERIAL NOTES &
ADDITIONAL INFO.
FIN
CONTINUOUS
1 1/4" RIM BOARD
3/4" FLOOR SHEATHING
GLUED & NAILED
TJI FLOOR JOIST @ 16" O.C.
TYP EXT WALL 2x8 @
16 W/ EXT SHEATHING
(1) 10d T&B
FLOOR
EXT WALL SYSTEM -
SEE ARCH
8d@6" O.C.
JOINT SHEATHING @
MID HEIGHT OF RIM
JOIST. DO NOT JOINT
AT SILL PLATES
-
HEADER SCHEDULE
HEADER
TYPE
H1
SIZE T/BEAM ELEV END SUPPORTS NOTES
14" LVL WINDOW HEADER (2) JACK STUD SEE TYP WINDOW HEADER 5/S5.00
4 1/2"2"2"EQEQMULTI-PLY HEADER CONNECTION -SAWN
5 1/4"2"2"EQEQMULTI-PLY HEADER CONNECTION -LVL
(2) ROWS 16d@12" O.C. EA.
SIDE (2x6 & 2x8)
(3) ROWS 16d @ 12" O.C. EA.
SIDE (2x10)
(3) ROWS 16d@12" O.C. EA.
SIDE
SEE SCHEDULEEXT. STRUCT. SHEATHING
HEADER. SEE PLAN & HEADER
SCHEDULE
2x8 CONT BOTTOM
ROUGH OPENING
SEE ARCH FOR WINDOW/ DOOR
HEAD DETAILS AND FOR
FLASHING, SEALING, AND
INSULATION @ HEADERS
TYPICAL WINDOW HEADER DETAIL
(2) JACK STUD
H2 14" LVL WINDOW HEADER SEE TYP WINDOW HEADER 5/S500(2) JACK STUD (2) JACK STUD
1 1/4" x 14" RIM JOIST
H3 (2) 14" LVL WINDOW HEADER (3) JACK STUD AT ONE END 5 1/4" SQAURE PSL AT EXT. CORNER
WOOD I-JOIST
SIMPSON LBV JOIST HANGER
3/4" FLOOR
SHEATHING
WOOD JOIST
LVL
BEND TAB & FASTEN
DAB SUB FLOOR ADHESIVE
IN SEAT OF HANGER
WOOD JOIST
HEADER H3
3/4" FLOOR SHEATHING
GLUED & NAILED
2x10 FLOOR JOISTS
@ 16" O.C.
CURTAIN WALL
SEE ARCH
SEE PLAN
BEAM -SEE PLAN FOR SIZE
2x10 WITH JOIST HANGERS
SEE ARCH FOR FINISH SYSTEM
2x10 AT 16" 0.C.
3/4" PLYWOOD
"TOP MOUNT" BACKER
BLOCK SHALL BE TIGHT TO
BOTTOM OF TOP FLANGE
WITH 1/4" TO 2" GAP AT
TOP OF BOTTOM FLANGE.
" FACE MOUNT" BACKER
BLOCK SHALL BE TIGHT TO
BOTTOM OF TOP FLANGE
WITH 1/4" TO 2" GAP AT
TOP OF BOTTOM FLANGE.
BACKER
BLOCK
1/4" TO 2"
GAP
1/4" TO 2"
GAP
•BACKER BLOCKS SHALL BE AT LEAST 12" LONG PER HANGER.
•NAILS SHALL BE CLINCHED WHEN POSSIBLE.
•VERIFY CAPACITY AND FASTENING REQUIREMENTS OF
HANGERS AND CONNECTORS.
" FACE MOUNT" TO LVL
LVL HEADER
BETWEEN
JOISTS
LVL
HEADER
BETWEEN
JOISTS
HEADERED-OFF
JOISTS
LVL HEADER
3/4" SHEATHING
GLUED AND NAILED
1 1/4" RIM JOIST
WALL
WALL SEE ARCH
2 HR RATED
CORRIDOR
2x6 BEARING/SHEAR WALL
2x10 FRAMING
(2) LAYERS 5/8" GYP CONT
7/16" STRUCT. 1 SHEATHING
(2) LAYERS 5/8" GYP CONT.
(2) 1/4" x 5" LAG SCREWS
THROUGH GYP @ EA STUD
SEE PLAN
WALL SEE ARCH
2 HR RATED SHAFT
PROVIDE DOUBLE 2x
BLOCKING BETWEEN JOISTS &
BLOCK TIGHT TO I-JOIST WEB,
TO MAINTAIN 2 HR WALL
RATING AT FLOOR JOIST
PENETRATION THROUGH
CHAR CALCULATIONS. REF.
NYSBC 703.3 & NDS 16.2.1.
FIN FLR
FLOOR JOIST
SEE PLAN
3/4" SHEATHING GLUED
AND NAILED
1/2" STUCTURAL SHEATHING.
(2) LAYERS 5/8" GYP
2x4 LEDGER FOR
CEILING GYP
(2) LAYERS 5/8" GYP
WALL TYPE CONT. TO
DECK ABOVE
(2) ¼”LAG SCREWS
X 5”@ 16”O.C
CORRIDOR
(2) 1/4" x 5" LAG SCREWS
THROUGH GYP @ EA STUD
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:57 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS5.00
FRAMING DETAILS
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
3/4" = 1'-0"3 FLOOR JOIST PARRALEL TO EXTERIOR WALL
3/4" = 1'-0"4 FLOOR JOISTS BEARING @ EXTERIOR WALL
1 1/2" = 1'-0"5 HEADER SCHEDULE1
3/4" = 1'-0"8 TYP FLOOR DETAIL @ FLOOR BEAM
3/4" = 1'-0"1 FLOOR DETAIL @ EXTERIOR CURTAN WALL
3/4" = 1'-0"9 FLOOR DETAIL AT INT BEAM
1 1/2" = 1'-0"2 HEADER AT "I"JOIST
1" = 1'-0"6 WALL SECTION 1 AT CORRIDOR
3/4" = 1'-0"7 WALL SECTION 2 AT CORRIDOR
REVISIONS
Δ DESCRIPTION DATE
FLOOR 14" JOIST
@ 24" OC
3/4" SUBFLOOR
3/4" TERRACE
ROOF DECK
TERRACE
(2) 9 1/4" LVL'S @ 16" OC
-
3RD FLOOR
LEVEL
FULL DEPTH
BLOCKING @ 2'-0"
O.C.(1) 14" LVL
(1) 9 1/4" LVL
7/16" EXT SHEATHING
2x4 @ 16" PARAPET
FRAMING
(2) 1/4" x 5" SS LAG
SCREWS @ 2' OC
EXT WALL JOIST
BEARING = 36'-8"
-
COPING -SEE ARCH
EXTEND WALL FRAMING
TO UNDERSIDE OF DECK.
NOTE T/WALL SLOPES @
1/4"/FT TO CORRIDOR.ARCHCOORD WITH3 5/8"
5/8" ROOF
SHEATHING
7/16" EXT SHEATHING
2x4 @ 16" OC
PARAPET FRAMING
COPING -SEE ARCH
(2) 1/4" x 5" SS LAG
SCREWS @ 24" OC
1 1/4" x 14" RIM
JOIST
I JOIST OR RIM JOIST
BLOCKING BETWEEN JOISTS
8d @ INTO END OF
JOISTS, T&B. +8d TOE-
NAIL RIM JOIST TO
WALL SILL @ 16" O.C.
EXT WALL JOIST
-
SLOPE TOP PLATE @
1/4" : 1'
BEARING = 36'-8"
5/8" ROOF SHEATING
ARCHCOORD WITH3 5/8"
3' - 0"
ALL STEEL HOT
DIP GALVANIZED
1'-0x2'-0"x1/4" FLAT PLATE
AT EACH SUPPORT
FRAME.3' - 0"ROOF SYSTEM
L3x3x1/4" POST
L2x2x1/4" CONTINUOUS
AT ENCLOSURE
PERIMETER
L2x2x1/4" CONTINUOUS AT ENCLOSURE
PERIMETER
L3x3x1/4" STRUT
1/2"Ø BOLTED CONNECTION (TYP)
PROVIDE ROOF
MEMBRANE PROTECTION
L2x2x1/4" DIAGONAL STRUT
L3x3x1/4"
3/16
1' - 0"
T/ENCLOSURE
SEE ARCH
50# SANDBAG
BALLAST.
FIRE TREATED 2x6
WOOD LUMBER
(TYP)1" GAPProject #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:58 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS5.01
FRAMING DETAILS
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
3/4" = 1'-0"1 TERRACE DETAIL @ 3RD FLOOR
1 1/2" = 1'-0"2 ROOF TYP @ END WALLS
1 1/2" = 1'-0"3 ROOF EDGE DETAIL @ BEARING EXT WALLS
1" = 1'-0"4 ROOF ENCLOSURE SUPPORT DETAIL
REVISIONS
Δ DESCRIPTION DATE
-
SIMPSON TIE-DOWN
HTT4
ICF FNDN WALL
T/SLAB SEE PLAN
#5 DOWELS x2'8" LONG @ 1'-0" O.C.
FLR ELEV
SEE PLAN
SEE TYP SLAB DETAIL
EXG UNDISTURBED SUBGRADE
OR IMPORTED STRUCTURAL
FILL
UNREINFORCED CONCRETE
FOOTING
T/FTG SEE PLAN
FOOTING DRAIN
SEE PLAN
WALL FOOTING 1' - 4"8"REINFORCE WALL WITH HELIX
TWISTED STEEL MICRO-REBAR
(DOSAGE DETERMINED BY
MANUFACTURER)
7"
-
2x4 PARTITION
WALL
T/SUBFLOOR
DOUBLE TOP PLATE
STUDWALL @ 16" O.C.
EXTEND TO UNDERSIDE
OF DECK @ SHEAR
WALLS
7/16" STRUCT 1 SHEATHING
ONE SIDE OF WALL. EXTEND
TO UNDERSIDE OF DECK.
SEE SHEARWALL SCHEDULE FOR NAILING.
3/4" FLOOR
SHEATHING
STUD PLATE
(2) 1/4" LAG SCREWS
x5" @ 16" O.C.
5/8"Ø A325
THREADED ROD
COAT THREADS W/
LOCTITE RED AFTER
TIGHTENING. (TYP)
SIMPSON HTT4 (WHERE
REQ'D. SEE SHEARWALL
SCHEDULE)
SIMPSON
HTT4
STRAPS ON PLATES
@ PLUMBING STACK
PLUMBING STACK
WHERE REQ'D
SIMPSON LSTA 12 20 GAUGE
STRAP TIE 1 1/4" x 12" WITH (10)
10D NAILS, BOTH SIDES REQUIRED
FOR PLATE PENETRATIONS> 2 1/2".
-
INTERIOR
PARTITION WALL STRUCT 1 SHEATHINGGYP
STUD WALL -PARTY WALL. SEE
ARCH FOR WALL TYPE.
DOUBLE STUD @
END OF PANEL
3 1/2"8d @ 6" OR 4" SEE
SCHEDULE
SIMPSON HTT4 (WHERE
REQ'D. SEE SHEARWALL
SCHEDULE)
5/8"Ø A325
THREADED ROD
SHEAR WALL SCHEDULE
SHEAR WALL
TYPE
TYPE
PSWA (7.)
SHEATHING TYPE SHEATHING
THICKNESS
MINIMUM NAIL
PENTRATION
NAIL
SIZE
NAIL SPACING AT
PANEL EDGES (IN)
1 3/8"8d 6"
TYPE
SWC (9)7/16"1 3/8"6"
NAIL SPACINGINTERMEDIATE
STUDS (IN)
4" (6.)
SHEATHINGPANEL
ORIENTATION
MAX STUD
SPACING
16"
8d VERT OR HOR 16"
TIE-DOWNS TOPPLATE
(2) 2x6
STRUCTURAL1
ZIP SYTEM
STRUCTURAL 1 SIMPSON HTT4. SEE PLAN
FOR LOCATION (8)
(2) 2x6
VERT OR HOR
TYPE
SWB 1 3/8"6"8d 16"(2) 2x6VERT OR HORSTRUCTURAL 1
1. BLOCKING IS REQUIRED AT ALL UNSUPPORTED EDGES.
2. STAGGER JOINTS IN TOP PLATES, MIN 4' LAP. NAIL PLATES TOGETHER W/ (2) 16D @ 12" O.C.
3. IF WALLS ARE PANELIZED, EXTEND/HOLD BACK SHEATHING SO SIDE JOINTS SHARE A STUD.
ALTERNATE: NAIL SIDE STUDS AT ADJACENT PANELS TOGETHER WITH (2) 16d @ 8" O.C. PANELS
THAT DO NOT ADJOIN TIGHTLY AT SIDE JOINTS ARE TO BE SHIMMED PRIOR TO NAILING.
4. IF WALLS ARE PANELIZED, FIELD INSTALL SECOND TOP PLATE AND STAGGER BUTT JOINTS.
5. DO NOT BREAK SHEATHING AT SILL PLATES. LAP SHEATHING OVER RIM JOIST AS PER DETAILS.
6. PER NDS TABLE 4.4.1 FOR COMBINED SHEAR AND LIFT. ALT: USE DOUBLE ROW @ 6" O.C. TOP & BOTTOM PLATE EDGES.
7. PSWA TYPICAL ALL EXTERIOR WALLS.
8. NOTE TIE-DOWNS NOT REQUIRED ABOVE THE 4TH FLOOR.
9. ALL CORRIDOR WALLS ARE TYPE SWC.
NOTES:
NOT REQ'D
7/16"
NAIL SPACINGPANEL TOP &
BOTTOM
12"
12"
12"4" (6.)
4" (6.)
SIMPSON HTT4. SEE PLAN
FOR LOCATION (8)
7/16"
DOUBLE STUD @ END
OF SHEARWALL PANEL
(TYP)
-
5/8"Ø A325
THREADED ROD
MARR THREADS AFTER
TIGHTENING NUT (BOTH
ENDS)
SIMPSON TIE DOWN -
SEE SCHEDULE
PROVIDE 2x2x1/4"
PLATE WASHER T&B
- SEE ARCH
EXT WALL SYSTEM
-
2x8 EXT. WALL
STRUCT 1 SHEATHING
GYP
INT. FACE OF ICF WALL
STUD WALL -PARTY
WALL OR STAIRWALL
DOUBLE STUD OFFSET FROM
END OF WALL PANEL TO PASS
BY ICF INSULATION AT
BASEMENT LEVEL.
3 5/8"3 5/8"
10 5/8"
7"
8d @ 6" OR 4" SEE
SCHEDULE
SIMPSON HTT4 (WHERE
REQ'D. SEE SHEARWALL
SCHEDULE)
5/8"Ø A325
THREADED ROD
-
2x8 EXT. WALL
8D @ 6" OR 4" @ PANEL
EDGES SEE SCH.
T/SUBFLOOR
7"
DOUBLE TOP PLATE
STUDWALL @ 16" O.C. EXTEND TO UNDERSIDE
OF DECK @ SHEAR
WALLS
7/16" STRUCT 1 SHEATHING
ONE SIDE OF WALL. EXTEND
TO UNDERSIDE OF DECK
JOIST BEARING
3/4" FLOOR
SHEATHING
STUD PLATE
(2) 1/4" LAG SCREWS
x5" @ 16" O.C.
1 1/4" RIM JOIST
JOINT SHEATHING
BLOCKING
5/8"Ø A325
THREADED ROD
COAT THREADS W/
LOCTITE RED AFTER
TIGHTENING. (TYP)
SIMPSON HTT4 (WHERE REQ'D. SEE SHEARWALL
SCHEDULE)
SIMPSON
HTT4
3/4" FLOOR SHEATHING
STRUCTURAL SHEATING
(SEE NOTES S0.01)
14" TJI SEE
PLAN
SEE WALL TYPE
5/8" GYP
2x4 LEDGER FOR
CEILING GYP
1/2" STRUCTURAL
SHEATHING
WALL TYPE CONT. TO
DECK ABOVE
(2) ¼”LAG SCREWS
X 5”@ 16”O.C
-
5/8"Ø A325
THREADED ROD
- SEE ARCHEXT WALL SYSTEM
1' - 0"3 5/8"3 5/8"
ICF FNDN WALL
HEAVY HEX NUT W/
HARDENED WASHER
2x8 EXT WALL
MARR THREADS AFTER
TIGHTENING NUT (BOTH
ENDS)
SIMPSON TIE DOWN -
SEE SCHEDULE
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
As indicated10/7/2021 1:33:59 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS5.02
SHEAR WALL
SCHEDULE, ELEVATIONS
& DETAILS
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
3/4" = 1'-0"2 TYP SHEARWALL TIE-DOWN CONNECTOR @ SECOND FLOOR
3/4" = 1'-0"1 TYP SHEARWALL CONNECTOR
3/4" = 1'-0"4 PLAN @ INT. SHEAR PANEL
3/4" = 1'-0"8 TYP SHEARWALL CONNECTOR 2
3/4" = 1'-0"5 PLAN @ INT. SHEAR PANEL1
3/4" = 1'-0"3 SECTION @ INT. SHEARWALL @ EXT WALL
3/4" = 1'-0"6 FLOOR DETAIL @ DEMISING WALL SHEARWALL
3/4" = 1'-0"7 TYP SHEARWALL TIE-DOWN DETAIL
REVISIONS
Δ DESCRIPTION DATE
FOUNDATION
PLAN
0' -0"
FIRST FLOOR
FRAMING PLAN
9' -6"
SECOND FLOOR
FRAMING PLAN
18' -9 7/8"
THIRD FLOOR
FRAMING PLAN
28' -1 3/4"
ROOF FRAMING
PLAN
37' -5 5/8"
CACBCCCDCECFCG
S5.02
7
S5.02
8
S5.02
8
S5.02
7
S5.02
8
S5.02
8
PSWA
FOUNDATION
PLAN
0' -0"
FIRST FLOOR
FRAMING PLAN
9' -6"
SECOND FLOOR
FRAMING PLAN
18' -9 7/8"
THIRD FLOOR
FRAMING PLAN
28' -1 3/4"
ROOF FRAMING
PLAN37' -5 5/8"
CACBCCCDCECFCG
SWB
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
2
S5.02
2
SIM
SIM
SIM
SIM
SIM
SIM
SIM
SIM
FOUNDATION
PLAN0' -0"
FIRST FLOOR
FRAMING PLAN9' -6"
SECOND FLOOR
FRAMING PLAN
18' -9 7/8"
THIRD FLOOR
FRAMING PLAN
28' -1 3/4"
ROOF FRAMING
PLAN
37' -5 5/8"
CBCCCDCECF
SWB
S5.02
3S5.02
1
S5.02
3S5.02
1
S5.02
3S5.02
1
S5.02
2S5.02
2SIM
FOUNDATION
PLAN
0' -0"
FIRST FLOOR
FRAMING PLAN
9' -6"
SECOND FLOOR
FRAMING PLAN
18' -9 7/8"
THIRD FLOOR
FRAMING PLAN
28' -1 3/4"
ROOF FRAMING
PLAN37' -5 5/8"
T/FTG
-0' -4"
CB CC CD CE
S5.02
1
S5.02
1
S5.02
1
S5.02
2SIM
S5.02
2
S5.02
3
S5.02
3
S5.02
3
SWB
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
3/16" = 1'-0"10/7/2021 1:34:01 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS5.03
SHEARWALL
ELEVATIONS
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
3/16" = 1'-0"1 SHEAR WALL ELEVATION 1
3/16" = 1'-0"2 SHEAR WALL ELEVATION 2
3/16" = 1'-0"3 SHEAR WALL ELEVATION 3
3/16" = 1'-0"4 SHEAR WALL ELEVATION 4
REVISIONS
Δ DESCRIPTION DATE
FOUNDATION
PLAN
0' -0"
FIRST FLOOR
FRAMING PLAN
9' -6"
SECOND FLOOR
FRAMING PLAN18' -9 7/8"
THIRD FLOOR
FRAMING PLAN
28' -1 3/4"
ROOF FRAMING
PLAN
37' -5 5/8"
C1C2C6C7C8C9C3C4C5
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
7
S5.02
7
PSWA
FOUNDATION
PLAN
0' -0"
FIRST FLOOR
FRAMING PLAN
9' -6"
SECOND FLOOR
FRAMING PLAN
18' -9 7/8"
THIRD FLOOR
FRAMING PLAN
28' -1 3/4"
ROOF FRAMING
PLAN37' -5 5/8"
C1 C2 C6 C7 C8 C9C4C5
PSWA
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
8
S5.02
8
PSWA
S5.02
8
S5.02
8
S5.02
8
FOUNDATION
PLAN0' -0"
FIRST FLOOR
FRAMING PLAN
9' -6"
SECOND FLOOR
FRAMING PLAN18' -9 7/8"
THIRD FLOOR
FRAMING PLAN
28' -1 3/4"
ROOF FRAMING
PLAN
37' -5 5/8"
CD CE
S5.02
8
S5.02
8
S5.02
7
S5.02
7
PSWA
Project #
Date
STREAM Collaborative
architecture + landscape
architecture dpc
108 W. State St. Fl 2
Ithaca, New York 14850
ph: 607.216.8802
www.streamcolab.com
A
1
2
3
4
BCD
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
3/16" = 1'-0"10/7/2021 1:34:02 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvtS5.04
SHEARWALL
ELEVATIONS
STRM01OVERLOOK
10/07/21Visum Development Group815 South Aurora StreetIthaca, New York 14850PERMIT SET
3/16" = 1'-0"1 SHEAR WALL ELEVATION 5
3/16" = 1'-0"2 SHEAR WALL ELEVATION 6
3/16" = 1'-0"3 SHEAR WALL ELEVATION 7
REVISIONS
Δ DESCRIPTION DATE